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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | ₹17.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹17.9 LRejected-AOC TAMIL NADU | ₹17.9 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | V. Murugan L2 | KANNAN L1 |
|---|---|---|---|---|---|
| 1.01Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | |||||
| 1.02 | First depth of 2m | 38.72 | cum | 267 ₹10,338.24 | 263 ₹10,183.36 |
| 1.03 | 2 nd Depth | 9.68 | cum | 267 ₹2,584.56 | 263 ₹2,545.84 |
| 1.04 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 2.9 | cum | 5,283 ₹15,320.70 | 5,280 ₹15,312 |
| 1.05RCC in M35 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department | |||||
| 1.06 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 6.22 | cum | 9,171 ₹57,043.62 | 9,167 ₹57,018.74 |
| 1.07 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.94 | cum | 9,081 ₹17,617.14 | 9,077 ₹17,609.38 |
| 1.08 | For column and brace I 0 to 4.5m from GL | 2.92 | cum | 9,222 ₹26,928.24 | 9,218 ₹26,916.56 |
| 1.09 | For column and brace II 4.5m to 7.32m from GL | 2.36 | cum | 9,449 ₹22,299.64 | 9,445 ₹22,290.20 |
| 1.10 | For column and brace III 7.32 to 10.98m from GL | 2.47 | cum | 9,866 ₹24,369.02 | 9,862 ₹24,359.14 |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
2 Jan 2026, 3:00 pmClosed
Block Development Office BP
Panchayat Union Office, Andipatti
Construction of 30000 Litres Capacity Service Reservoir -12.00 m Staging Height Erathimakkalpatti village in Marikundu Panchayat under USS - PUGF 2025-2026
2025_RDTN_637349_7
USS PUGF 2025-2026 02.01.2026
Open Tender
Civil Works - Others
120 days
Andipatty
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,000
Yes
19 Jan 2026
30 Dec 2025
2 Jan 2026
30 Dec 2025
2 Jan 2026
30 Dec 2025
Amount
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
First depth of 2m
2 nd Depth
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers.
RCC in M35 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACES
Below GL
For column footing and GL Brace
GL 0 to 3.30 M
For Brace I
For Brace II
Roof slab
For Floor Beam and Bottm of Floor slab
SQUARE COLUMN
For column Below GL
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.31m to 11.40m )
CURVED SURFACE
For Side Wall, & Floor slab sides and Haunch
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers.
Painting two coats with approved Emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers
Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.
Supply & Delivery of following Pipes and specials for OHT connection
Supply of GI Pipes for OHT Connections 65 mm dia
Supply and Delivery of G.M.Gate valve 65mm size
Supply & Delivery of 65 mm G.I Tee
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65 mm G.I bend
Supply & Delivery of 65mm x 50 mm G.I.Reducer
Supply & Delivery of 65mm G.I.flange set
Supply & Delivery of following Pipes and specials for OHT connection
63 mm PVC pipe 6 ksc
64 mm PVC Bend 6 ksc
65 mm PVC Tee 6 ksc
66 mm PVC Elbow
67 mm PVC MTA
68 mm PVC End cap
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
Refilling the pipe line trench with Excavated earth other than sand complying the standard specification etc., completed
63 x 20 mm saddle
20 mm Gipipe
20 mm GI Coupling
20 mm GI Elbow
20 mm GI tap
Provision for Laying Charges
63 mm PVC pipe
20 mm GI Pipe
Provision For Cuting Charges
20 mm GI Pipe
Provision for Threading Charges
20 mm GI pipe
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
V. Murugan (BID ID -1551622)
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